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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 CrAdmitted-Finance | ₹19.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹22.3 CrAdmitted-Finance | ₹22.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Dis-Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Dis-Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Dis-Qualified |
| Sl No | Description | Qty | Unit | Woodhill Infrastructure Ltd L1 | Raj Shyama Constructions Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)etc complete as per instruction by Engineer-in-charge | 4,677.05 | CUM | 3,187.4 ₹1,49,07,629.17 Lowest | 3,772 ₹1,76,41,832.6 |
| 2.00 | By Mix in Place Method (Grading -I Material)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading -I Material etc complete as per instruction by Engineer-in-charge . | 1,095 | CUM | 2,242.1 ₹24,55,099.5 Lowest | 2,653 ₹29,05,035 |
| 3.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc complete as per spectification as per instruction by engineer-in-charge . | 1,863.11 | Cum. | 378.1 ₹7,04,441.89 Lowest | 447 ₹8,32,810.17 |
| 4.00 | Providing concrete for plain/ reinforced concrete Nominal mix 1:3:6 ( open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120 etc complete as per instruction by engineer-in-charge | 303.06 | Cum. | 5,502.5 ₹16,67,587.65 Lowest | 6,512 ₹19,73,526.72 |
| 5.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 37.95 | Cum | 5,695.1 ₹2,16,129.05 Lowest | 6,740 ₹2,55,783 |
| 6.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 480.13 | Sqm | 187.5 ₹90,024.38 Lowest | 222 ₹1,06,588.86 |
| 7.00 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. (500 mm dia) (300 mm dia) | 360 | Rmt | 1,167.6 ₹4,20,336 Lowest | 1,382 ₹4,97,520 |
| 8.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope andcompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 etc complete as per instruction by Engineer-in-charge | 14,993.06 | CUM | 477.4 ₹71,57,686.84 Lowest | 565 ₹84,71,078.9 |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | 7.2 | Cum. | 5,397.8 ₹38,864.16 Lowest | 6,388 ₹45,993.6 |
| 10.00 | Providing concrete for plain/ reinforced concrete R.C.C. grade M 25 ( open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120 etc complete as per instruction by engineer-in-charge | 1,049.61 | Cum. | 6,896.8 ₹72,38,950.25 Lowest | 8,162 ₹85,66,916.82 |
Tender Value
₹18.9 Cr
EMD Value
₹37.3 L
Closing Date
9 Jun 2026, 3:00 pmClosed
Superintending Engineer
Office of Superintending Engineer 4th Circle P.W.D. Rudrapur
Under Chief Minister Announcement No. 634-2024 Reconstruction of the road stretch from Km 5.000 to Km 12.255 is proposed by Thin White Topping TWT on National Highway No. 109 in District Udham Singh Nagar, within Kichha Assembly Constituency, from Pt
2026_pwd_95630_1
997/23M-04/2026 Date 14.05.2026
Open Tender
Civil Works - Roads
Item Rate
540 days
Kichha
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer P. D. P.W.D. Rudrapur
₹37.3 L
Rudrapur
25 Jul 2026
18 May 2026
10 Jun 2026
18 May 2026
9 Jun 2026
21 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)etc complete as per instruction by Engineer-in-charge | |||||
| 2By Mix in Place Method (Grading -I Material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading -I Material etc complete as per instruction by Engineer-in-charge . | |||||
| 3 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc complete as per spectification as per instruction by engineer-in-charge . | 1 | Cum. | - | - |
| 4Providing concrete for plain/ reinforced concrete Nominal mix 1:3:6 ( open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120 etc complete as per instruction by engineer-in-charge | |||||
| 5Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | |||||
| 6 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1 | Sqm | - | - |
| 7Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. (500 mm dia) (300 mm dia) | |||||
| 8 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope andcompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 etc complete as per instruction by Engineer-in-charge | 1 | CUM | - | - |
| 9Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | |||||
| 10 | Providing concrete for plain/ reinforced concrete R.C.C. grade M 25 ( open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120 etc complete as per instruction by engineer-in-charge | 1 | Cum. | - | - |
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